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Test rig and specimen for bending of a large, spirally welded tube

This and the next slide are from:

Thomas Reinke (1), Adam J. Sadowski (2), Thomas Ummenhofer (1) and J. Michael Rotter (3)
(1) KIT Steel & Lightweight Structures, Karlsruhe Institute of Technology, Germany
(2) Department of Civil and Environmental Engineering, Imperial College London, UK
(3) Institute for Infrastructure and Environment, University of Edinburgh, UK

“Large scale bending tests of spiral welded steel tubes”, EUROSTEEL 2014, Naples, Italy, September 10-12, 2014

ABSTRACT: This paper explores the results of full-scale bending tests of thick spiral welded steel tubes in the slenderness range of d/t = 73.5 to 101.5. The experimental investigations reveal unused bending capacities for such tubes compared to existent design rules and support the need for the development of improved and more efficient design recommendations. The results of the bending tests together with the investigations of the initial geometric quality of the specimens' surfaces suggest that the influence of spiral welding on the bearing behaviour is negligible in case of the investigated thick-walled specimens.
References listed at the end of the paper:

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